MO-88891_96848_CA_LSA_20230425

REPORT OF PHASE I LIMITED SITE ASSESSMENT

NEW CINGULAR WIRELESS PCS, LLC
AT&T USID93379/CING10116520
EMERGENCY GENERATOR FUEL RELEASE
10439 ALLEN MUNN LANE
CHARLOTTE, MECKLENBURG, NORTH CAROLINA 28227
INCIDENT NO. 96848

PREPARED FOR:

APEX TITAN, INC. AND
NEW CINGULAR WIRELESS PCS (AT&T MOBILITY)

PREPARED BY:

WSP USA ENVIRONMENT & INFRASTRUCTURE INC.
2801 YORKMONT ROAD, SUITE 100
CHARLOTTE, NORTH CAROLINA 28208

April 25, 2023

WSP PROJECT: 6228-22-0192

WSP USA Environment & Infrastructure Inc.
2801 Yorkmont Road, Suite 100 Charlotte, North Carolina 28208 NC Geology License: C-247
T: 704-357-8600

April 25, 2023

Mr. Dan Bowser, P.G.
North Carolina Department of Environmental Quality
Mooresville Regional Office
UST Section
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115

Subject: Initial Abatement Action Report
New Cingular Wireless PCS, LLC
USID93379/CING10116520
Emergency Generator Fuel Release
10439 Allen Munn Lane
Mint Hill, Mecklenburg County, North Carolina
WSP Project: 6228-22-0192

Dear Mr. Bowser:
On behalf of New Cingular Wireless PCS, LLC, WSP USA Environment & Infrastructure Inc. (WSP) is submitting the
enclosed Phase I Limited Site Assessment Report for the petroleum release at 10439 Allen Munn Lane, Charlotte,
North Carolina.
The report was prepared in general accordance with the North Carolina Department of Environmental Quality
(NCDEQ), UST Section Assessment Guidelines (January 19, 2021). This report includes a description of the field
activities and the results obtained.

Sincerely,

WSP USA Environment & Infrastructure Inc.

Kaitlin Starr, GIT Robert C. Foster, L.G.
Associate Consultant Associate Geologist
Registered, NC #1335

Enclosures

Cc: Mr. Greg Rainwater, P.G. Apex TITAN, Inc., on behalf of Cingular (AT&T Mobility)
Report of Phase I Limited Site Assessment – New Cingular Wireless PCS, LLC April 25, 2023
10439 Allen Munn Lane, Charlotte, North Carolina
WSP Project: 6228-22-0192

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TABLE OF CONTENTS

TABLE OF CONTENTS ..........................................................................................................................3
EXECUTIVE SUMMARY .......................................................................................................................4
A. SITE INFORMATION .................................................................................................................6
B. SITE HISTORY AND SOURCE CHARACTERISTICS .........................................................................8
C. RISK CHARACTERIZIATION .......................................................................................................9
D. RECEPTOR INFORMATION ...................................................................................................... 12
E. LAND USE .............................................................................................................................. 14
F. GEOLOGY AND HYDROGEOLOGY ............................................................................................ 15
G. SAMPLING METHODS AND RESULTS ...................................................................................... 17
H. CONCLUSIONS ....................................................................................................................... 18

FIGURES
Figure 1 Site Topo
Figure 2 Soil Confirmation Exceedances and Monitoring Well Location
Figure 3 Receptor Survey Map
Figure 4 Zoning Map
TABLES
Table 1 AST Owner/Operator Information
Table 2 AST Information
Table 3 Water Supply Well Information
Table 4 Contiguous Property Owners Information
Table 5 Summary of Well Construction Details
Table 6 Summary of Groundwater Analytical Results

APPENDICES
Appendix A Water Supply Well Survey Documentation
Appendix B Monitoring Well Construction Record
Appendix C Soil Boring Log
Appendix D Monitoring Well Sampling Record
Appendix E Laboratory Analytical Reports and Chain-Of-Custody Form

Report of Phase I Limited Site Assessment – New Cingular Wireless PCS, LLC April 25, 2023
10439 Allen Munn Lane, Charlotte, North Carolina
WSP Project: 6228-22-0192

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EXECUTIVE SUMMARY
This report presents the results of the Phase I Limited Site Assessment (LSA) activities conducted at a confined diesel
release from a generator associated with the cell tower facility located at 10439 Allen Munn Lane, Charlotte (Mint
Hill), North Carolina (Latitude N 35.2108, Longitude W -80.6441). The area that was affected by the diesel release at
the western corner of the cell tower compound is herein referred to as the “Source Area”. The footprint of the
impacted soil that was excavated during October-November 2022 was approximately 300 square feet. The 12.9-acre
property on which the Site is located near the center is herein referred to as the “Parcel”.
On August 22, 2022, New Cingular Wireless PCS, LLC (Cingular) personnel detected a spill of an estimated 70 gallons
of diesel fuel from an emergency generator at the cell tower facility. The spill resulted from a fuel injection hose
failure within the generator. The generator is constructed with a 200-gallon “belly” tank and is mounted on a large,
concrete equipment pad. The diesel release initially affected soil adjacent to the generator that is situated near a
wooden retaining wall. Diesel fuel also migrated through the retaining wall between the wooden beams and affected
soil at the foot of the retaining wall (northwest corner).
WSP (as Wood Environment & Infrastructure Solutions, Inc. (Wood)), performed site characterization activities on
September 1, 2022, in an effort to define the vertical and lateral extent of impacts resulting from the diesel release. A
total of 21 soil borings were advanced on the interior and exterior of the retaining wall. Soil samples were screened
with a photoionization detector (PID) to facilitate placement of soil borings for site characterization, and selection of
soil samples for laboratory analyses. Select soil samples were submitted for petroleum hydrocarbon analyses. The
results of soil sampling were summarized in an Initial Assessment Report (dated September 23, 2022).
Based on the results of site characterization activities, excavation of affected soil was initiated on October 31,
2022. Hand tools and excavation equipment (backhoe) were used to excavate an area on the exterior of the
retaining wall. An “air knife” and vacuum truck were used to excavate soil near the generator and inside of the
retaining wall. Soil samples were screened with a PID to facilitate excavation decisions and selection of soil
samples. Following completion of excavation activities that were performed in phases, confirmation soil samples
from the sidewalls and base of the excavation areas were collected for laboratory analyses.

Of the 16 confirmation soil samples collected following soil excavation, none exhibited petroleum constituent
concentrations above the Industrial/Commercial Maximum Soil Contaminant Concentrations (MSCCs).
Concentrations of petroleum hydrocarbons were identified in two soil samples collected nearest to the generator
that exceeded Residential and Soil-to-Water MSCCs. Four other samples collected along the base of the retaining
wall exhibited petroleum hydrocarbon concentrations above the Soil-to-Water MSCCs. A total of 77.73 tons of
excavated petroleum-affected soil was loaded into trucks and transported to a permitted facility for disposal.
Following removal of the affected soil, the excavation was backfilled and compacted with clean soil and aggregate
to complete site restoration. The soil cleanup activities were described in WSP’s Initial Abatement Action Report
(IAAR), dated January 24, 2023, and submitted to the North Carolina Department of Environmental Quality
(NCDEQ).

Following review of the IAAR, the NCDEQ, Division of Waste Management (DWM), Underground Storage Tank
(UST) Section issued a Notice of Regulatory Requirements (NORR), dated February 16, 2023, requesting completion
of an LSA. Apex TITAN, Inc. (on behalf of AT&T Mobility) retained (WSP) to perform an LSA to evaluate potential
impacts to soil and groundwater and/or sensitive receptors in the vicinity of the Source Area. This evaluation
Report of Phase I Limited Site Assessment – New Cingular Wireless PCS, LLC April 25, 2023
10439 Allen Munn Lane, Charlotte, North Carolina
WSP Project: 6228-22-0192

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included the installation of a groundwater monitoring well within the vicinity of the previously collected soil
samples containing the highest degree of contamination.

Based on the results of the assessment performed at the property to date, WSP offers the following conclusions:
Unnamed tributaries of the Clear Creek Tributary are located near the Source Area. The
pond located just west of the release location is the nearest potential receptor. No evidence
of petroleum hydrocarbons has been observed on the surface water body.
• The majority of diesel-affected soil resulting from the August 22, 2022, spill was removed and no
longer serves as a potential threat to the nearby pond. No petroleum sheen or globules was
observed on the pond at the time of the diesel release, or during site characterization and soil
cleanup activities.

• Based on the analytical data, petroleum-affected soil exceeding Residential and Soil-to-Water
MSCCs remains beneath the concrete pad on which the generator and other telecommunications
equipment is mounted, and directly beneath the retaining wall. Soil with residual petroleum
hydrocarbons cannot be removed as this would require undermining the equipment pad and
retaining wall, compromising the structural integrity of the pad and wall. The concrete pad serves
as a “cap” that protects the underlying soil to prevent direct contact and precipitation exposure.

• No free phase petroleum product or sheen was noted in the monitoring well installed for this assessment.
• Analysis of the groundwater sample identified a detectable concentration of the C11-C22
aromatic hydrocarbon chain that exceeded the NC 2L Standard.

• No detectable concentrations of other petroleum hydrocarbon compounds (such as VOCs or
SVOCs) were identified in the groundwater sample collected from the well.

• No water supply wells are present on the Parcel.
• Four water supply wells were identified within a 1,000-foot radius of the Source Area (Figure 3).
The identified wells are situated hydraulically upgradient of the release location, with the nearest
located approximately 450 feet upslope of the Source Area. WSP mailed water-supply well
information surveys to the owners of eleven properties within 1,000 feet of the Source Area. To
date, three residents from the surrounding properties have responded to the request.

Based on these findings, WSP requests that a Conditional Notice of No Further Action (NFA) be issued by NCDEQ
for Incident 96848. The conditional NFA would be contingent upon completion of a Notice of Residual Petroleum
(NRP) to restrict the existing land and water use for the Source Area.

Report of Phase I Limited Site Assessment – New Cingular Wireless PCS, LLC April 25, 2023
10439 Allen Munn Lane, Charlotte, North Carolina
WSP Project: 6228-22-0192
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A. SITE INFORMATION
1. Site Identification
Date of Report: April 25, 2023
Facility I.D.: None Incident Number: 96848 Site Risk: Pending
Site Name: Emergency Generator Release (CING 10116520)
Street Address: 10439 Allen Munn Lane
City: Mint Hill Zip Code: 28227 County: Mecklenburg
Description of Geographical Data Point: Generator
Location Method: Google Earth
Latitude: 35.2108 Longitude: -80.6441
2. Information about Contacts Associated with the AST System

AST Owner: New Cingular Wireless PCS, LLC (dba AT&T Mobility)
Address: 200 Crossbeam Road, Charlotte, NC 28217
Telephone: Unknown

AST Operator: New Cingular Wireless PCS, LLC (dba AT&T Mobility)
Address: 200 Crossbeam Road, Charlotte, NC 28217
Telephone: Unknown

Property Owner: Mr. Woodrow Marshall Allen
Address: 10328 Allen Munn Lane, Charlotte, North Carolina 28227
Telephone: [phone]

Property Occupant: New Cingular Wireless PCS, LLC (dba AT&T Mobility)
Address: 200 Crossbeam Road, Charlotte, NC 28217
Telephone: Unknown

Consultant: WSP USA Environment & Infrastructure Inc.
Address: 2801 Yorkmont Road, Suite 100, Charlotte, North Carolina 28208
Telephone: [phone]

Analytical Laboratory: Pace Analytical Services, LLC State Certification No.: 37706
Address: 9800 Kincey Avenue, Ste. 100, Huntersville, North Carolina 28078
Telephone: [phone]

3. Information about Release

Date Discovered: August 22, 2022
Estimated Quantity of Release: 70 gallons
Cause of Release: Hose failure
Source of Release: Emergency generator
Report of Phase I Limited Site Assessment – New Cingular Wireless PCS, LLC April 25, 2023
10439 Allen Munn Lane, Charlotte, North Carolina
WSP Project: 6228-22-0192

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Sizes and Contents of Tanks or Other Containment from which Release Occurred: 200-gallon “belly” tank beneath
generator.

4. Certification

I, Robert C. Foster, III, a Licensed Professional Geologist for WSP USA Environment & Infrastructure Inc., do certify
that the information contained in this report is correct and accurate to the best of my knowledge.

_____________________________________ April 25, 2023
(Please affix Stamp and Signature) (Date)

WSP USA Environment & Infrastructure Inc. is licensed to practice geology (C-247) in North Carolina.
Report of Phase I Limited Site Assessment – New Cingular Wireless PCS, LLC April 25, 2023
10439 Allen Munn Lane, Charlotte, North Carolina
WSP Project: 6228-22-0192
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B. SITE HISTORY AND SOURCE CHARACTERISTICS
The Parcel on which the Source Area is located is comprised of Mecklenburg County Tax Parcel ID 137-161-10,
which encompasses approximately 12.9 acres, zoned residential single family. However, no residences are located
on the Parcel. The Parcel is occupied by a pond (5.1 acres), wooded land (4.4 acres), and pastureland (3.4 acres). A
Site Topo Map is included as Figure 1.
The Parcel houses a cell tower facility, located within an approximately 40 by 60-foot fenced compound. The cell
tower compound was constructed on a gentle slope and a wooden retaining wall is present on the northwest and
southwest sides of the compound that is enclosed with a cyclone fence.
On August 22, 2022, New Cingular Wireless PCS, LLC (Cingular) personnel detected a spill of an estimated 70 gallons
of diesel fuel from an emergency generator at the cell tower facility. The spill was reported to the North Carolina
Department of Public Safety, Emergency Management (Mr. George Bernard) on August 23, 2022, at 7:07 am. The spill
resulted from a fuel injection hose failure within the generator. The generator is constructed with a 200-gallon “belly”
tank and is mounted on a large, concrete equipment pad. The injection hose was replaced to prevent further release
of diesel fuel. The diesel release initially affected soil adjacent to the generator within the retaining wall. Diesel fuel
also migrated through the retaining wall between the wooden beams and affected soil at the foot of the retaining
wall (northwest corner). The AST owner/operator information is presented on Table 1. Information about the AST
size and contents is presented in Table 2.
On September 1, 2022, WSP personnel (as Wood) performed soil assessment activities at the Source Area and
prepared an Initial Assessment Action Report (dated September 23, 2022). The report was provided to the North
Carolina Department of Environmental Quality (NCDEQ), Division of Waste Management (DWM), Underground
Storage Tank (UST) Section. The UST Section oversees responses to releases of petroleum from non-UST sources.
In October and November 2022, WSP retained a subcontractor to perform excavation and disposal of petroleum-
affected soil at the Source Area Following completion of removal of the accessible soil, WSP collected confirmation
soil samples for laboratory analysis. WSP tabulated the analytical results and completed an Initial Abatement Action
Report (dated January 24, 2023). The analytical results of the excavation confirmation soil samples identified
petroleum hydrocarbon concentrations that exceeded the soil-to-water MSCCs. Figure 2 shows the locations of
confirmation soil samples where petroleum concentrations exceeded the soil-to-water MSCCs.
Following review of the Initial Abatement Action Report, the NCDEQ issued a Notice of Regulatory Requirements
(NORR), dated February 16, 2023, requesting the completion of a Phase I LSA relative to the above-referenced
incident.

Report of Phase I Limited Site Assessment – New Cingular Wireless PCS, LLC April 25, 2023
10439 Allen Munn Lane, Charlotte, North Carolina
WSP Project: 6228-22-0192

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C. RISK CHARACTERIZIATION
The following sections are reproduced from the Limited Site Assessment Report format (Appendix A), pages A-58
and A-59 of the NCDEQ Comprehensive Guidelines Appendices.
LIMITED SITE ASSESSMENT RISK CLASSIFICATION AND LAND USE FORM
Part I – Groundwater/Surface Water/Vapor Impacts
High Risk
1. Has the discharge or release contaminated any water supply well including any used for non-
drinking purposes?
No.
2. Is a water supply well used for drinking water located within 1,000 feet of the Source Area of the
discharge or release?
Yes. The locations of known water supply wells identified during the survey are shown on Figure 3.
3. Is water supply well used for any purpose (e.g., irrigation, washing cars, industrial cooling water,
filing swimming pools) located within 250 feet of the Source Area of the release or discharge?
No.
4. Does the groundwater within 500 feet of the Source Area of the discharge or release have the
potential for future use in that there is no other source of water supply other than the
groundwater?
Yes.
5. Do vapors from the discharge or release pose a threat of explosion because of accumulation of
the vapors in a confined space or pose any other serious threat to public health, public safety, or
the environment.
No.
6. Are there any other factors that would cause the discharge or release to pose an imminent
danger to public health, public safety, or the environment?
No.
Intermediate Risk
1. (a) Is a surface water body located within 500 feet of the Source Area of the discharge-release?
Yes. A pond that encompasses approximately 5.1 acres is located on the Parcel and
immediately downslope of the Source Area of the release (Figure 3).

(b) If yes, does the maximum groundwater contaminant concentration exceed the surface water
quality standards and criteria found in 15A NCAC 2B.0200 by a factor of 10?
No.
Report of Phase I Limited Site Assessment – New Cingular Wireless PCS, LLC April 25, 2023
10439 Allen Munn Lane, Charlotte, North Carolina
WSP Project: 6228-22-0192

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2. Is the source area of the discharge or release located within a designated wellhead protection
area as defined in 42 USC 300h (e)?
No.
3. Is the release located in the Coastal Plain Physiographic region as designated on a map entitled
“Geology of North Carolina” published by the Department in 1985?
No.
4. Do the levels of groundwater contamination for any contaminant exceed the gross
contamination levels (GCL) established by the Department.
No.

Part II – Land Use
Property Containing Source Area of Release
1. Does the property contain one or more primary or secondary residences (permanent or
temporary)?
No. The Parel is zoned as single-family residential, but no residences are located on the Parcel.
2. Does the property contain a school, daycare center, hospital, playground, park, recreation area,
church, nursing home, or other place of public assembly?
No.
3. Does the property contain a commercial (e.g., retail, warehouse, office/business space, etc..) or
industrial (e.g., manufacturing, utilities, industrial research and development,
chemical/petroleum bulk storage, etc..) enterprise, an inactive commercial or industrial
enterprise, or is the land undeveloped?
Yes. The Parcel is presently used for agricultural purposes (i.e., cattle pasture). A
communications tower facility (owned by Crown Castle) is situated on the pastureland.
4. Do children visit the property?
No.
5. (a) Do pavement, buildings or other structures cap the contaminated soil?
Yes. Based on analytical data, the only remaining petroleum-affected soil that exceeds the
Residential and Soil-to-Water MSCCs lies beneath the concrete pad on which the generator
rests. This area is secured with a chain-link fence to prevent unauthorized access.

(b) If yes, what mechanisms are in place or can be put into place to ensure that the contaminated
soil will remain capped in the foreseeable future?
Not Applicable.
6. What is the zoning status of the property?
Single-family Residential.
7. Is the use of the property likely to change in the next 20 years?
No.
Report of Phase I Limited Site Assessment – New Cingular Wireless PCS, LLC April 25, 2023
10439 Allen Munn Lane, Charlotte, North Carolina
WSP Project: 6228-22-0192

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Property Surrounding Source Area of Release
The questions below pertain to the area within 1,500 feet of the Source Area of the release.
1. What is the distance from the Source Area of the release to the nearest primary or secondary
residence?
Nearest residence is located approximately 460 feet from the Source Area.
2. What is the distance from the Source Area of the release to the nearest school. Day care center,
hospital, playground, park, recreation area, church, nursing home, or other place of public
assembly?
Approximately 750 feet from Rocky River High School and its associated sports fields (Figure 3).
3. What is the zoning status of the properties in the surrounding area?
The properties within the surrounding area are zoned single family residential except for two
parcels. The adjacent property to the northwest of the Parcel (Parcel ID 137-161-01) is zoned
Agricultural – Commercial production. The property located to the northeast of the Parcel
(Parcel ID 137-311-58) is zoned School-Public. Figure 4 shows the zoning status of the Parcel and nearby properties.

4. Briefly characterize the use and activities of the land in the surrounding area.
I-485 borders the Parcel to the northeast (Figure 3). Rocky River High School and its associated
sport fields occupy land to the east-northeast of I-485. Undeveloped agricultural land borders the Source Area property to the north and west. The remaining properties surrounding the
Source Area are either undeveloped land or rural single family residential properties.

Report of Phase I Limited Site Assessment – New Cingular Wireless PCS, LLC April 25, 2023
10439 Allen Munn Lane, Charlotte, North Carolina
WSP Project: 6228-22-0192

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D. RECEPTOR INFORMATION
Potential receptors considered as part of the LSA include identification of water-supply wells, public water
supplies, surface waters, wellhead protection areas, subsurface structures, land use, and property owners and
occupants. The following sections provide our results of the receptor investigation.
1. Water-Supply Wells
According to the Mecklenburg County Well database, private water supply wells are located within 1,500 feet of
the Source Area. WSP personnel conducted a potable well search by walking through the surrounding
neighborhood public right-of-way within 500 feet of the Source Area. Furthermore, WSP performed a driving
reconnaissance of roads and properties within 1,500 feet of the Source Area. During the search, seven wells were
identified by WSP within 1,500 feet of the Source Area. One of these water supply wells (10418 Allen Munn Lane)
is located within 500 feet of the Source Area. The approximate locations of the observed water supply wells are
shown on Figure 3.
WSP personnel identified 19 residential properties within 1,500 feet of the Source Area. WSP personnel
interviewed Mr. Steve Allen of 10328 Allen Munn Lane. Mr. Allen informed WSP that each of the residences with
addresses on Allen Munn Lane have water supply wells used for drinking purposes. Reportedly, some properties
along Truelight Church Road are supplied municipal water. WSP mailed water-supply well information surveys to
the owners of 11 properties located south and southeast of the Parcel and within 1,000 feet of the Source Area. To
date, WSP has received three responses from these property owners. Information obtained for the wells is
summarized in Table 3. The responses of this survey are included as Appendix A of this report. WSP will inform
NCDEQ if additional survey forms are received at a later date if the information will affect the risk classification of
the incident.
2. Public Water Supplies
The Parcel and other areas within 500 feet of the Source Area are not connected to a municipal water supply. WSP
personnel observed evidence (i.e., water meters) of municipal water supply at three residences within 1,500 feet
of the Source Area. Furthermore, WSP personnel identified numerous fire hydrants within the survey area. The
locations of the observed hydrants are shown on Figure 3.

3. Surface Water
Clear Creek Tributary is located approximately 1,400 feet south from the Source Area. An unnamed tributary of
Clear Creek Tributary was dammed to form the unnamed pond located west adjacent to the source area. The pond
encompasses approximately 5.1 acres. The unnamed pond and tributaries are shown on Figure 3.
Report of Phase I Limited Site Assessment – New Cingular Wireless PCS, LLC April 25, 2023
10439 Allen Munn Lane, Charlotte, North Carolina
WSP Project: 6228-22-0192

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4. Wellhead Protection Areas
The Source Area and Parcel are not located in a wellhead protection area.
5. Deep Aquifers in the Coastal Plain Region
The Source Area is not located in the Atlantic Coastal Plain Physiographic Province of North Carolina.
6. Subsurface Structures
Basements were not confirmed at residential properties located within 1,500 feet of the Source Area.
Underground utilities include water lines and power and communication lines.

Report of Phase I Limited Site Assessment – New Cingular Wireless PCS, LLC April 25, 2023
10439 Allen Munn Lane, Charlotte, North Carolina
WSP Project: 6228-22-0192

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E. LAND USE
1. Area Land Use
The land use classification of the Parcel is single family residential with an “Agricultural deferment”. No residences
are located on the Parcel. The area within a 1,500-foot radius of the release area consists of mostly residential and
undeveloped wooded properties. Interstate I-485 is located northeast of the Parcel. Rocky River High School and
its associated sport fields occupy land to the northeast of I-485. Undeveloped agricultural land lies northwest of
the Parcel. The following property use (expressed as percentages) occurs within a 1,000-foot radius (18 acres) of
the Site:
Undeveloped pasture (15%)
Undeveloped wooded (34%)
Water bodies (8%)
Residential (14%)
Streets, roads and Right of Ways (23%)
School (portion of football stadium only) (5%)
Commercial/industrial (<1%)

2. Property Owners and Occupants
Information relative to ownership of properties contiguous to the Parcel are summarized in Table 4.
Report of Phase I Limited Site Assessment – New Cingular Wireless PCS, LLC April 25, 2023
10439 Allen Munn Lane, Charlotte, North Carolina
WSP Project: 6228-22-0192

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F. GEOLOGY AND HYDROGEOLOGY
The following sections describe the regional geologic conditions and the methods employed to obtain physical data
that support our discussion of the local geologic and environmental conditions.
1. Topographic Conditions
Based on the United States Geologic Survey (USGS) topographic map (Figure 1) and other available topographic
data, the elevation of the land in the vicinity of the Source Area ranges from approximately 680 to 690 feet above
mean sea level. In general, this area slopes to the west toward the pond. Based on our interpretation of the
topographic data and site observations, surface water in the vicinity of the cell tower would be expected to flow to
the west.
2. Site Geology
The USDA Web Soil Survey of Mecklenburg County indicates that soils at the Source Area are classified as Enon
sandy loam (EnD). Soils in areas surrounding the Source Area location are classified as Monacan loam (MO), Cecil
sandy clam loan (CeD2), Pacolet sandy loam (PaE), and Enon sandy loam (EnB).
3. Regional Geology
The Source Area is located within the Charlotte and Milton Belts of the Piedmont Physiographic Province consisting
of low rounded hills and long rolling northeast to the southwest trending ridges with incised creek channels. Based
on a review of the North Carolina Geologic Map, the Source Area is underlain by locally pinkish gray, massive to
weakly foliated granite containing hornblende.
Since no geologic features were identified on or near the Source Area, it is reasonable to assume that the direction
of the surface groundwater flows under static conditions (no pumping interference) and approximates the surface
topography of the Source Area. Groundwater at the Source Area would be expected to flow to the west and/or
south toward the pond or the Clear Creek Tributary.
Report of Phase I Limited Site Assessment – New Cingular Wireless PCS, LLC April 25, 2023
10439 Allen Munn Lane, Charlotte, North Carolina
WSP Project: 6228-22-0192
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4. Property Owners and Occupants
Information relative to ownership of properties contiguous to the Parcel on which the Source Area is located are
summarized in Table 4.

Report of Phase I Limited Site Assessment – New Cingular Wireless PCS, LLC April 25, 2023
10439 Allen Munn Lane, Charlotte, North Carolina
WSP Project: 6228-22-0192

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G. SAMPLING METHODS AND RESULTS
Prior to commencing sampling activities, WSP contacted the North Carolina underground utility location service
(One-Call) to mark buried objects such as pipes, tanks or underground utility lines. The purpose of this effort was
to minimize the potential for probing into underground utilities, or lines buried at the Source Area.
On March 3, 2023, WSP’s drilling subcontractor, AmeriProbe, LLC (Probe Utility Locating, LLC), mobilized to the
Source Area to advance the soil boring and to install one groundwater monitoring well hydraulically downgradient
of the location of the post-excavation confirmatory soil samples with the highest petroleum constituent
concentrations (Figure 2). WSP selected the location for the monitoring well, MW-01, about five- or six-feet
downslope from soil sample locations SSW-10 and SSW-12 as these samples contained the highest petroleum
concentrations.
The soil boring was advanced between the retaining wall and the pond using direct-push technology to a depth of
approximately 15 feet below ground surface (bgs). Soil cores five feet in length were retrieved from the subsurface
and examined by WSP field personnel. WSP personnel prepared a boring log (Appendix C) based on field
observations of the soil cores.
Based upon the presence of fill material, it was apparent that the boring was advanced within the excavation
completed in November 2022. For this reason, no additional soil samples were retained for laboratory testing. The
fill material (reddish brown silty sand) was observed to a depth of approximately 6 feet bgs. Below the fill material,
native soil samples (light brown silty sand) containing weathered rock fragments were observed. Moist soils were
encountered around 13 feet bgs.
AmeriProbe used hollow-stem augers to enlarge the boring for the purpose of monitoring well installation. The
bottom of the borehole was filled with three feet of sand (from about 12 to 15 feet bgs). AmeriProbe installed
groundwater monitoring well MW-01 to 12 feet bgs to allow for the installation of 10 feet of screen to bracket the
observed groundwater surface. The monitoring well consisted of a two-inch inside diameter (ID), Schedule 40
polyvinyl chloride (PVC) well casing. The bottom 10-foot section of the well consisted of a manufactured well
screen with 0.010-inch machined slots. A bottom plug was placed on the well screen. A lockable well cap was
placed on the top of the riser pipe. The annular space around the well was filled with filter sand to approximately
one foot above the top of the screen. An approximate one-foot-thick seal consisting of bentonite pellets was
placed above the sand pack to ground surface. The bentonite pellets were hydrated. Well construction did not
include installation of a flush-mount cover and concrete pad. The PVC riser pipe was completed to stick up about
1.5 feet above grade. The well construction information is presented in Table 5 and a well construction record is
included in Appendix B.
On the date of installation, WSP personnel measured the depth to water for MW-01 at 4.57 feet below the top of
casing. No free phase petroleum product was noted in the well. The monitoring well was developed, by
AmeriProbe personnel using a submersible pump. The development water was discharged on to the compacted
gravel driveway surface associated with the cell tower.
Report of Phase I Limited Site Assessment – New Cingular Wireless PCS, LLC April 25, 2023
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WSP Project: 6228-22-0192

18

On March 7, 2023, WSP personnel collected a groundwater sample from monitoring well MW-01. Prior to sample
collection, the water level was measured at 4.40 feet below the top of the casing in the well using an electronic
water level probe. No free phase petroleum product was noted in the well on this date. Following measurement of
the groundwater level, the groundwater sample was collected by low-flow purging techniques, to the extent
possible, in general accordance with the United States Environmental Protection Agency (USEPA) guidance
document “Low Stress (low-flow) Purging and Sampling Procedure for the Collection of Ground Water Samples
from Monitoring Wells”, dated September 19, 2017.
During purging, measurements of groundwater field parameters (pH, specific conductivity, turbidity, temperature,
dissolved oxygen and ORP) were collected. The monitoring well sampling record is included in Appendix D.
Following completion of purging, the groundwater sample was collected from the monitoring well, placed in
laboratory-provided containers, placed in a cooler on ice and delivered under chain-of-custody protocol to Pace
Analytical Services, LLC. The groundwater sample was analyzed for Volatile Organic Compounds (VOCs) by EPA
Method 602, semi-VOCs by EPA Method 625 (includes Base Neutrals/Acid Extractables plus 10 largest non-target
peaks), and Volatile and Extractable Petroleum Hydrocarbons (VPH and EPH) by the Massachusetts Department of
Environmental Protection (MADEP) methods.
The groundwater analytical report and chain-of-custody form is included as Appendix E. The results of the
laboratory analysis of the groundwater sample MW-01 are summarized in Table 6 and identified the following:
• The identified concentration of the C11-C22 aromatic carbon chain (524 µg/L) exceeded the
North Carolina Administrative Code, Title 15A, Subchapter 2L, Section .0202, Groundwater
Quality Standard (NC 2L Standard) of 200 µg/L.

• No detectable concentrations of petroleum hydrocarbon constituents (such as VOCs or SVOCs)
were identified in the groundwater sample collected from the well.

Report of Phase I Limited Site Assessment – New Cingular Wireless PCS, LLC April 25, 2023
10439 Allen Munn Lane, Charlotte, North Carolina
WSP Project: 6228-22-0192

19

H. CONCLUSIONS

Based on the results of the assessment performed at the property to date, WSP offers the following conclusions:
• Unnamed tributaries of the Clear Creek Tributary are located near the Source Area. The pond
located just west of the release location is the nearest potential receptor. No evidence of
petroleum hydrocarbons has been observed on the surface water body.

• The majority of diesel-affected soil resulting from the August 22, 2022, spill was removed and no
longer serves as a potential threat to the nearby pond. No petroleum sheen or globules was
observed on the pond at the time of the diesel release, or during site characterization and soil
cleanup activities.

• Based on the analytical data, petroleum-affected soil exceeding Residential and Soil-to-Water
MSCCs remains beneath the concrete pad on which the generator and other telecommunications
equipment is mounted, and directly beneath the retaining wall. Soil with residual petroleum
hydrocarbons cannot be removed as this would require undermining the equipment pad and
retaining wall, compromising the structural integrity of the pad and wall. The concrete pad serves
as a “cap” that protects the underlying soil to prevent direct contact and precipitation exposure.

• No free phase petroleum product or sheen was noted in the monitoring well installed for this assessment.
• Analysis of the groundwater sample identified a detectable concentration of the C11-C22
aromatic hydrocarbon chain that exceeded the NC 2L Standard.

• No detectable concentrations of other petroleum hydrocarbon compounds (such as VOCs or
SVOCs) were identified in the groundwater sample collected from the well.

• No water supply wells are present on the Parcel. Four water supply wells were identified within a
1,000-foot radius of the Source Area (Figure 3). The identified wells are situated hydraulically
upgradient of the release location, with the nearest located approximately 450 feet of the Source
Area. WSP mailed water-supply well information surveys to the owners of eleven properties
within 1,000 feet of the Source Area. To date, three residents from the surrounding properties
have responded to the request.

Based on these findings, WSP requests that a Conditional Notice of No Further Action (NFA) be issued by NCDEQ
for Incident 96848. The conditional NFA would be contingent upon completion of a Notice of Residual Petroleum
(NRP) to restrict the existing land and water use for the Source Area.

FIGURES

TABLES

Table 1
AST Owner/Operator Information
New Cingular Wireless PCS
10439 Allen Munn Lane
Charlotte, North Carolina
WSP Project No.: 6228-22-0192
State Zip Code
North Carolina 28217
State Zip Code
North Carolina 28217
AST Owner
New Cingular Wireless PCS, LLC (dba AT&T Mobility)
AST Operator
New Cingular Wireless PCS, LLC (dba AT&T Mobility)
Street Address
200 Crossbeam Road
City Telephone
Charlotte Unknown
Street Address
TelephoneCity
UnknownCharlotte
200 Crossbeam Road
Table 2
AST Information
New Cingular Wireless PCS
10439 Allen Munn Lane
Charlotte, North Carolina
WSP Project No.: 6228-22-0192
AST ID
Number
Current/Last
Contents
Previous
Contents
Capacity
(in gallons)
Construction
Details
Tank
Dimensions
Description of
Associated
Piping and
Pumps
Date
Tank
Installed
Status
of AST
Was release
associated with
the AST System?
1 Diesel Diesel 200 Unknown Unknown Unknown Unknown Active No*
* Release related to failure of a hose, not the AST.
Table 3
Water Supply Well Information
New Cingular Wireless PCS
10439 Allen Munn Lane
Charlotte, North Carolina
WSP Project No.: 6228-22-0192
Map ID
Approximate
Distance to
Source Area
(feet)
Relative
Position Use
Depth/Casing
Depth
(feet)
Latitude Longitiude Site Address Owner Information
1 580'
South/Southeast Upgradient Drinking and
Irrigation 200' / 90'35.20965, -80.64276 10400 Allen Munn Lane
Mint Hill NC 28227
Michael Moulton
Optimistic Venture Group LLC
PO Box 33306
Charlotte, NC 28233
2 1050'
South/Southeast Upgradient Drinking and
Irrigation Unknown 35.209093, -80.641292 10307 Truleight Church Road
Mint Hill NC 28277
Quality Equipment & Supply Co, Inc
10307 Truelight Church Road
Mint Hill NC 28227
3 415'
South/Southeast Upgradient
Reportedly
used for
drinking
Unknown 35.210386, -80.643020 10418 Allen Munn Lane
Charlotte NC 28227
Diane Belk
10418 Allen Munn Lane
Charlotte NC 28227
4 650'
South/Southeast Upgradient
Reportedly
used for
drinking
Unknown 35.209288, -80.643087 10421 Allen Munn Lane
Charlotte NC 28227
Seth Smith, Melinda Mullis, Timothy Smith
10107 Truelight Church Road
Mint Hill, NC 28227
5 700'
South/Southeast Upgradient
Reportedly
used for
drinking
Unknown 35.209284, -80.642664 10328 Allen Munn Lane
Charlotte NC 28227
James and Lena Allen
10328 Allen Munn Lane
Charlotte NC 28227
6 1060'
South Downgradient 35.208126, -80.642871 10120 Truelight Church Road
Charlotte NC 28227
Leslie and Carolyn Green
10120 Truelight Church Road
Charlotte, North Carolina 28227
7 1100'
South Downgradient 35.20813, -80.64259 10126 Truelight Church Road
Charlotte NC 28227
Robert & Helen McClain
10126 Truelight Church Road
Charlotte, North Carolina 28227
Unknown
Unknown
Table 4
Contiguous Property Owners Information
New Cingular Wireless PCS
10439 Allen Munn Lane
Charlotte, North Carolina
WSP Project No.: 6228-22-0192
Physical Mailing
137-14-211 Sandra Allen Watson & James Allen N/A 10328 Allen Munn Lane
Charlotte, NC 28227
137-31-202 Robert Phillips N/A PO Box 23368
Charlotte, NC 28277
137-16-106 Dianne Belk 10418 Allen Munn Lane
Charlotte, NC 28277
10418 Allen Munn Lane
Charlotte, NC 28277
137-16-109 Seth, Melinda and Timothy Smith 10421 Allen Munn Lane
Charlotte, NC 28277
10107 Truelight Church Road
Mint Hill, 28227
137-16-111 Dalton II and Patricia Taylor 10117 Truelight Church Road
Charlotte, NC 28227
10117 Truelight Church Road
Charlotte, NC 28227
137-16-102 Seth and Linda Smith 10107 Truelight Church Road
Charlotte, NC 28227
10107 Truelight Church Road
Charlotte, NC 28227
137-16-101
Woodrow Allen, Cheri Munn, Janice
Belk, Kelly Minor, Beverly Avery, Edna
Allen, Stephen Allen, S M Smith
Associates, Sandra Watson
10001 Truelight Church Road
Charlotte, NC 28277
10328 Allen Munn Lane
Charlotte, NC 28277
Tax Parcel ID Owner Name
Address
Table 5
Summary of Well Construction Details
New Cingular Wireless PCS
10439 Allen Munn Lane
Charlotte, North Carolina
WSP Project No.: 6228-22-0192
Well ID Date
Installed
Date Water Level
Measured
Well Depth
(feet BGS)
Well Diameter
(inches)
Screened Interval
(feet BGS)
Depth to Water
(feet below TOC)
MW-01 3/3/2023 3/7/2023 12 2 12-2 4.40
Notes:Prepared By/Date:KNS 4/6/2023
Checked By/Date:MAS 4/11/2023
2. BGS = Below ground surface
1. TOC = Top of casing
Table 6
Summary of Groundwater Analytical Results
New Cingular Wireless PCS
10439 Allen Munn Lane
Charlotte, North Carolina
WSP Project No.: 6228-22-0192
Sample Date: 03/07/2023
Sample ID: MW-01
Aliphatic (C05-C08)<100 400 NSL
Aliphatic (C09-C18)73.2 J 700 NSL
Aromatic (C09-C22)524 200 NSL
Aromatic (C19-C36)<96.6 10,000 NSL
Acenaphthene <4.2 80 2,120
Acenaphthylene <4.2 200 1,965
Anthracene <4.2 2,000 2,000
Benzo(a)anthracene <4.2 0.05 4.7
Benzo(a)pyrene <4.2 0.005 0.81
Benzo(b)fluoranthene <4.2 0.05 0.75
Benzo(g,h,i)perylene <4.2 200 200
Benzo(k)fluoranthene <4.2 0.5 0.5
Butylbenzyl phthalate <4.2 1,000 5
bis(2-Chloroethyl) ether <4.2 0.03 30
2-Chlorophenol <4.2 0.4 NSL
Chrysene <4.2 5 5
Dibenz(a,h)anthracene <4.2 0.005 1.2
2,4-Dichlorophenol <4.2 0.98 980
Diethylphthalate <4.2 6,000 NSL
2,4-Dimethylphenol <8.3 100 100,000
Di-n-butylphthalate <4.2 700 NSL
2,4-Dinitrotoluene <4.2 0.05 NSL
2,6-Dinitrotoluene <4.2 0.05 NSL
Di-n-octylphthalate <4.2 100 NSL
bis(2-Ethylhexyl)phthalate <4.2 3 135
Fluoranthene <4.2 300 300
Fluorene <4.2 300 845
Hexachloro-1,3-butadiene <4.2 0.4 400
Hexachlorobenzene <4.2 0.02 NSL
Indeno(1,2,3-cd)pyrene <4.2 0.05 0.095
Isophorone <8.3 40 NSL
Naphthalene <4.2 6 6,000
N-Nitrosodimethylamine <4.2 0.0007 NSL
Pentachlorophenol <8.3 0.3 300
Phenanthrene <4.2 200 550
Phenol <4.2 30 30,000
Pyrene <4.2 200 200
1,2,4-Trichlorobenzene <4.2 70 24,500
2,4,6-Trichlorophenol <8.3 4 4,000
Benzene <1.0 1 6,000,000
Chlorobenzene <1.0 50 50,000
1,2-Dichlorobenzene <1.0 20 20,000
1,3-Dichlorobenzene <1.0 200 61,500
1,4-Dichlorobenzene <1.0 6 405
Diisopropyl ether <1.0 70 14,750
Ethylbenzene <1.0 600 80,000
Isopropylbenzene (Cumene)<1.0 70 30,500
Methyl-tert-butyl ether <1.0 20 20,000
Naphthalene 1.0 J 6 6,000
Toluene <1.0 600 260,000
m&p-Xylene <2.0
o-Xylene <1.0
Prepared By/Date:MAS 4/21/2023
Notes:Checked By/Date:RCF 4/24/2023
1. Results shown in micrograms per liter (µg/L).
2. Concentrations in bold type exceeded the Reporting Limit (RL).
3. Concentrations in orange highlight exceeded the NC 2L Groundwater Standards
4. NSL = No Standard Listed
5. NC 2L Groundwater Standards = North Carolina Administrative Code, Title 15A, Subchapter 2L, Section .0202, Groundwater Quality Standards, dated April 1, 2022.
6. GCL = Gross Contaminant Levels for Groundwater, revised October 20, 2020.
7. J = Indicates compound was detected at a concentration below the Reporting Limits (lowest calibration standard). Detection is considered an estimate.
Semi-volatile Organic Compounds (SVOCs)
Volatile Organic Compounds (VOCs)
500 50,000
Analyte
NC 2L Groundwater
Standards
(micrograms per liter)
NCDEQ UST Section Gross
Contaminant Levels
(GCLs)
(micrograms per liter)
MADEP Volatile and Extractable Petroleum Hydrocarbons (VPH & EPH)

APPENDIX A

WATER WELL SUPPLY SURVEY DOCUMENTATION

APPENDIX B
MONITORING WELL CONSTRUCTION RECORD

APPENDIX C

SOIL BORING LOG
Date Started:____________________ Drilling Contractor:_______________ Page ________ of___________
Date Completed:_________________ Driller:___________________________ Depth to Water:________________
Logged By:_____________________ Equipment:_______________________ Boring Depth:_________________
Depth (ft bgs)
Sample Interval Recovery Depth to Water
(ft bgs)Soil Description Notes Well Detail
__ 1____ __ 2____
__ 3____ __ 4____
__ 5____ __ 6____ __
7____ __ 8____ __
9____ __ 10___ ___ 11___
__ 12___ __ 13___
__
14___ __ 15___ __
16___ __ 17___ __
18___ __ 19___ __ 20___
________________________________________
________________________________________
__________________________________________________
________________________________________
__________________________________________________
________________________________________
__________
________________________________________
________________________________________
______________________________________________
_________ ____ ___ ___
PROJECT NUMBER: PROJECT NAME:
SOIL BORING LOG BORING ID
Ameriprobe (Probe Utility)03/03/2023 1 1
03/03/2023 John Allen 4.57
Kaitlin Starr GeoProbe 15.0 feet
AT&T Mint Hill6228-22-0192
Reddish brown silty SAND(0 - 6.0 feet)
Fill from previous soil excavation
Light brown to tan silty SANDDry, light brown weathered rock fragment inclusions(6.0 - 13.0 feet)
Native Soil
Reddish Brown clayey sandy SILT, Moist(13.0 - 15.0 feet)
Native Soil
N/A
90%
70%
50%ScreenSandSandBentonite
Cement
SandSand

APPENDIX D

MONITORING WELL SAMPLING RECORD
6228220192
6228220192

APPENDIX E

LABORATORY ANALYTICAL REPORTS AND CHAIN-OF-CUSTODY FORMS

#=CL#
March 15, 2023
LIMS USE: FR - ROB FOSTER
LIMS OBJECT ID: 92655591
92655591
Project:
Pace Project No.:
RE:
Rob Foster
WOOD E&I
2801 Yorkmont Road Suite 100
Charlotte, NC 28208
CHARLOTTE AT&T MINT HILL
Dear Rob Foster:
Enclosed are the analytical results for sample(s) received by the laboratory on March 07, 2023. The results relate only to
the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the
laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report.
The test results provided in this final report were generated by each of the following laboratories within the Pace Network:
• Pace National - Mt. Juliet
• Pace Analytical Services - Charlotte
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Sara Poulson
[e-mail]
Project Manager
[phone]
Enclosures
cc:Greg Rainwater, Titan Engineering
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 1 of 21
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
92655591
CHARLOTTE AT&T MINT HILL
Pace Analytical Services National
12065 Lebanon Road, Mt. Juliet, TN 37122
Alabama Certification #: 40660
Alaska Certification 17-026
Arizona Certification #: AZ0612
Arkansas Certification #: 88-0469
California Certification #: 2932
Canada Certification #: 1461.01
Colorado Certification #: TN00003
Connecticut Certification #: PH-0197
DOD Certification: #1461.01
EPA# TN00003
Florida Certification #: E87487
Georgia DW Certification #: 923
Georgia Certification: NELAP
Idaho Certification #: TN00003
Illinois Certification #: 200008
Indiana Certification #: C-TN-01
Iowa Certification #: 364
Kansas Certification #: E-10277
Kentucky UST Certification #: 16
Kentucky Certification #: 90010
Louisiana Certification #: AI30792
Louisiana DW Certification #: LA180010
Maine Certification #: TN0002
Maryland Certification #: 324
Massachusetts Certification #: M-TN003
Michigan Certification #: 9958
Minnesota Certification #: 047-999-395
Mississippi Certification #: TN00003
Missouri Certification #: 340
Montana Certification #: CERT0086
Nebraska Certification #: NE-OS-15-05
Nevada Certification #: TN-03-2002-34
New Hampshire Certification #: 2975
New Jersey Certification #: TN002
New Mexico DW Certification
New York Certification #: 11742
North Carolina Aquatic Toxicity Certification #: 41
North Carolina Drinking Water Certification #: 21704
North Carolina Environmental Certificate #: 375
North Dakota Certification #: R-140
Ohio VAP Certification #: CL0069
Oklahoma Certification #: 9915
Oregon Certification #: TN200002
Pennsylvania Certification #: 68-02979
Rhode Island Certification #: LAO00356
South Carolina Certification #: 84004
South Dakota Certification
Tennessee DW/Chem/Micro Certification #: 2006
Texas Certification #: T 104704245-17-14
Texas Mold Certification #: LAB0152
USDA Soil Permit #: P330-15-00234
Utah Certification #: TN00003
Virginia Certification #: VT2006
Vermont Dept. of Health: ID# VT-2006
Virginia Certification #: 460132
Washington Certification #: C847
West Virginia Certification #: 233
Wisconsin Certification #: 998093910
Wyoming UST Certification #: via A2LA 2926.01
A2LA-ISO 17025 Certification #: 1461.01
A2LA-ISO 17025 Certification #: 1461.02
AIHA-LAP/LLC EMLAP Certification #:100789
Pace Analytical Services Charlotte
South Carolina Laboratory ID: 99006
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
South Carolina Laboratory ID: 99006
South Carolina Certification #: 99006001
South Carolina Drinking Water Cert. #: 99006003
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Louisiana DoH Drinking Water #: LA029
Virginia/VELAP Certification #: 460221
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 2 of 21
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92655591
CHARLOTTE AT&T MINT HILL
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92655591001 MW-01 MADEP EPH 7 PASI-CBAJ
MADEP VPH 6 PANADM
EPA 625.1 58 PASI-CPKS
SM 6200B 16 PASI-CSAS
92655591002 TB-01 SM 6200B 16 PASI-CSAS
PAN = Pace National - Mt. Juliet
PASI-C = Pace Analytical Services - Charlotte
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 3 of 21
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92655591
CHARLOTTE AT&T MINT HILL
Sample:MW-01 Lab ID:92655591001 Collected:03/07/23 12:50 Received:03/07/23 14:50 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: MADEP EPH Preparation Method: MADEP EPH
Pace Analytical Services - Charlotte
MADEP EPH NC Water
Aliphatic (C09-C18)ND ug/L 03/13/23 18:36 N203/12/23 18:3496.6 1
Aliphatic (C19-C36)ND ug/L 03/13/23 18:36 N203/12/23 18:3496.6 1
Aromatic (C11-C22)524 ug/L 03/13/23 18:36 N203/12/23 18:3496.6 1
Surrogates
1-Chlorooctadecane (S)60 %03/13/23 18:36 3386-33-203/12/23 18:3440-140 1
o-Terphenyl (S)89 %03/13/23 18:36 84-15-103/12/23 18:3440-140 1
2-Fluorobiphenyl (S)98 %03/13/23 18:36 321-60-803/12/23 18:3440-140 1
2-Bromonaphthalene (S)121 %03/13/23 18:36 580-13-203/12/23 18:3440-140 1
Analytical Method: MADEP VPH Preparation Method: MADEPV
Pace National - Mt. Juliet
MADEPV
Aliphatic (C05-C08)ND ug/L 03/11/23 13:3703/11/23 13:371001
Aliphatic (C09-C12)ND ug/L 03/11/23 13:3703/11/23 13:371001
Aromatic (C09-C10),Unadjusted ND ug/L 03/11/23 13:37 TPHC9C10A03/11/23 13:371001
Total VPH ND ug/L 03/11/23 13:37 VPH03/11/23 13:371001
Surrogates
2,5-Dibromotoluene (FID)103 %03/11/23 13:37 615-59-8FID03/11/23 13:3770.0-130 1
2,5-Dibromotoluene (PID)102 %03/11/23 13:37 615-59-8PID03/11/23 13:3770.0-130 1
Analytical Method: EPA 625.1 Preparation Method: EPA 625.1
Pace Analytical Services - Charlotte
625 RVE
Acenaphthene ND ug/L 03/14/23 18:23 83-32-903/13/23 12:034.2 1
Acenaphthylene ND ug/L 03/14/23 18:23 208-96-803/13/23 12:034.2 1
Anthracene ND ug/L 03/14/23 18:23 120-12-703/13/23 12:034.2 1
Benzo(a)anthracene ND ug/L 03/14/23 18:23 56-55-303/13/23 12:034.2 1
Benzo(a)pyrene ND ug/L 03/14/23 18:23 50-32-803/13/23 12:034.2 1
Benzo(b)fluoranthene ND ug/L 03/14/23 18:23 205-99-203/13/23 12:034.2 1
Benzo(g,h,i)perylene ND ug/L 03/14/23 18:23 191-24-203/13/23 12:034.2 1
Benzo(k)fluoranthene ND ug/L 03/14/23 18:23 207-08-903/13/23 12:034.2 1
4-Bromophenylphenyl ether ND ug/L 03/14/23 18:23 101-55-303/13/23 12:034.2 1
Butylbenzylphthalate ND ug/L 03/14/23 18:23 85-68-7 M103/13/23 12:034.2 1
4-Chloro-3-methylphenol ND ug/L 03/14/23 18:23 59-50-703/13/23 12:034.2 1
bis(2-Chloroethoxy)methane ND ug/L 03/14/23 18:23 111-91-103/13/23 12:038.3 1
bis(2-Chloroethyl) ether ND ug/L 03/14/23 18:23 111-44-403/13/23 12:034.2 1
2-Chloronaphthalene ND ug/L 03/14/23 18:23 91-58-703/13/23 12:034.2 1
2-Chlorophenol ND ug/L 03/14/23 18:23 95-57-803/13/23 12:034.2 1
4-Chlorophenylphenyl ether ND ug/L 03/14/23 18:23 7005-72-303/13/23 12:034.2 1
Chrysene ND ug/L 03/14/23 18:23 218-01-903/13/23 12:034.2 1
Dibenz(a,h)anthracene ND ug/L 03/14/23 18:23 53-70-303/13/23 12:034.2 1
3,3'-Dichlorobenzidine ND ug/L 03/14/23 18:23 91-94-1 R103/13/23 12:038.3 1
2,4-Dichlorophenol ND ug/L 03/14/23 18:23 120-83-203/13/23 12:034.2 1
Diethylphthalate ND ug/L 03/14/23 18:23 84-66-2 M103/13/23 12:034.2 1
2,4-Dimethylphenol ND ug/L 03/14/23 18:23 105-67-9 L1,M003/13/23 12:038.3 1
Dimethylphthalate ND ug/L 03/14/23 18:23 131-11-3 M103/13/23 12:034.2 1
Di-n-butylphthalate ND ug/L 03/14/23 18:23 84-74-2 M103/13/23 12:034.2 1
4,6-Dinitro-2-methylphenol ND ug/L 03/14/23 18:23 534-52-1 R103/13/23 12:038.3 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 03/15/2023 05:18 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 4 of 21
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92655591
CHARLOTTE AT&T MINT HILL
Sample:MW-01 Lab ID:92655591001 Collected:03/07/23 12:50 Received:03/07/23 14:50 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: EPA 625.1 Preparation Method: EPA 625.1
Pace Analytical Services - Charlotte
625 RVE
2,4-Dinitrophenol ND ug/L 03/14/23 18:23 51-28-503/13/23 12:0341.7 1
2,4-Dinitrotoluene ND ug/L 03/14/23 18:23 121-14-203/13/23 12:034.2 1
2,6-Dinitrotoluene ND ug/L 03/14/23 18:23 606-20-203/13/23 12:034.2 1
Di-n-octylphthalate ND ug/L 03/14/23 18:23 117-84-0 M103/13/23 12:034.2 1
bis(2-Ethylhexyl)phthalate ND ug/L 03/14/23 18:23 117-81-703/13/23 12:034.2 1
Fluoranthene ND ug/L 03/14/23 18:23 206-44-003/13/23 12:034.2 1
Fluorene ND ug/L 03/14/23 18:23 86-73-703/13/23 12:034.2 1
Hexachloro-1,3-butadiene ND ug/L 03/14/23 18:23 87-68-303/13/23 12:034.2 1
Hexachlorobenzene ND ug/L 03/14/23 18:23 118-74-103/13/23 12:034.2 1
Hexachlorocyclopentadiene ND ug/L 03/14/23 18:23 77-47-403/13/23 12:038.3 1
Hexachloroethane ND ug/L 03/14/23 18:23 67-72-103/13/23 12:034.2 1
Indeno(1,2,3-cd)pyrene ND ug/L 03/14/23 18:23 193-39-503/13/23 12:034.2 1
Isophorone ND ug/L 03/14/23 18:23 78-59-103/13/23 12:038.3 1
Naphthalene ND ug/L 03/14/23 18:23 91-20-303/13/23 12:034.2 1
Nitrobenzene ND ug/L 03/14/23 18:23 98-95-303/13/23 12:034.2 1
2-Nitrophenol ND ug/L 03/14/23 18:23 88-75-503/13/23 12:034.2 1
4-Nitrophenol ND ug/L 03/14/23 18:23 100-02-7 R103/13/23 12:038.3 1
N-Nitrosodimethylamine ND ug/L 03/14/23 18:23 62-75-903/13/23 12:034.2 1
N-Nitroso-di-n-propylamine ND ug/L 03/14/23 18:23 621-64-703/13/23 12:034.2 1
N-Nitrosodiphenylamine ND ug/L 03/14/23 18:23 86-30-603/13/23 12:038.3 1
2,2'-Oxybis(1-chloropropane)ND ug/L 03/14/23 18:23 108-60-1 M103/13/23 12:034.2 1
Pentachlorophenol ND ug/L 03/14/23 18:23 87-86-5 R103/13/23 12:038.3 1
Phenanthrene ND ug/L 03/14/23 18:23 85-01-803/13/23 12:034.2 1
Phenol ND ug/L 03/14/23 18:23 108-95-2 R103/13/23 12:034.2 1
Pyrene ND ug/L 03/14/23 18:23 129-00-0 M103/13/23 12:034.2 1
1,2,4-Trichlorobenzene ND ug/L 03/14/23 18:23 120-82-103/13/23 12:034.2 1
2,4,6-Trichlorophenol ND ug/L 03/14/23 18:23 88-06-203/13/23 12:038.3 1
Surrogates
Nitrobenzene-d5 (S)71 %03/14/23 18:23 4165-60-003/13/23 12:0310-120 1
2-Fluorobiphenyl (S)72 %03/14/23 18:23 321-60-803/13/23 12:0315-120 1
Terphenyl-d14 (S)98 %03/14/23 18:23 1718-51-003/13/23 12:0311-131 1
Phenol-d6 (S)43 %03/14/23 18:23 13127-88-303/13/23 12:0310-120 1
2-Fluorophenol (S)48 %03/14/23 18:23 367-12-403/13/23 12:0310-120 1
2,4,6-Tribromophenol (S)82 %03/14/23 18:23 118-79-603/13/23 12:0310-137 1
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
602 Volatiles by Method 6200
Benzene ND ug/L 03/08/23 15:29 71-43-21.0 1
Chlorobenzene ND ug/L 03/08/23 15:29 108-90-71.0 1
1,2-Dichlorobenzene ND ug/L 03/08/23 15:29 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 03/08/23 15:29 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 03/08/23 15:29 106-46-71.0 1
Diisopropyl ether ND ug/L 03/08/23 15:29 108-20-31.0 1
Ethylbenzene ND ug/L 03/08/23 15:29 100-41-41.0 1
Isopropylbenzene (Cumene)ND ug/L 03/08/23 15:29 98-82-81.0 1
Methyl-tert-butyl ether ND ug/L 03/08/23 15:29 1634-04-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 03/15/2023 05:18 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 5 of 21
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92655591
CHARLOTTE AT&T MINT HILL
Sample:MW-01 Lab ID:92655591001 Collected:03/07/23 12:50 Received:03/07/23 14:50 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
602 Volatiles by Method 6200
Naphthalene ND ug/L 03/08/23 15:29 91-20-32.0 1
Toluene ND ug/L 03/08/23 15:29 108-88-31.0 1
m&p-Xylene ND ug/L 03/08/23 15:29 179601-23-12.0 1
o-Xylene ND ug/L 03/08/23 15:29 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)95 %03/08/23 15:29 460-00-470-130 1
1,2-Dichloroethane-d4 (S)103 %03/08/23 15:29 17060-07-070-130 1
Toluene-d8 (S)102 %03/08/23 15:29 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 03/15/2023 05:18 PM
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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 6 of 21
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92655591
CHARLOTTE AT&T MINT HILL
Sample:TB-01 Lab ID:92655591002 Collected:03/07/23 00:00 Received:03/07/23 14:50 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
602 Volatiles by Method 6200
Benzene ND ug/L 03/08/23 13:40 71-43-21.0 1
Chlorobenzene ND ug/L 03/08/23 13:40 108-90-71.0 1
1,2-Dichlorobenzene ND ug/L 03/08/23 13:40 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 03/08/23 13:40 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 03/08/23 13:40 106-46-71.0 1
Diisopropyl ether ND ug/L 03/08/23 13:40 108-20-31.0 1
Ethylbenzene ND ug/L 03/08/23 13:40 100-41-41.0 1
Isopropylbenzene (Cumene)ND ug/L 03/08/23 13:40 98-82-81.0 1
Methyl-tert-butyl ether ND ug/L 03/08/23 13:40 1634-04-41.0 1
Naphthalene ND ug/L 03/08/23 13:40 91-20-32.0 1
Toluene ND ug/L 03/08/23 13:40 108-88-31.0 1
m&p-Xylene ND ug/L 03/08/23 13:40 179601-23-12.0 1
o-Xylene ND ug/L 03/08/23 13:40 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)96 %03/08/23 13:40 460-00-470-130 1
1,2-Dichloroethane-d4 (S)104 %03/08/23 13:40 17060-07-070-130 1
Toluene-d8 (S)102 %03/08/23 13:40 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 03/15/2023 05:18 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 7 of 21
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92655591
CHARLOTTE AT&T MINT HILL
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
2021469
KS LRH/MADEPV/MTDEQ
VPH/VPH
MADEP VPH
MADEPV
Laboratory:Pace National - Mt. Juliet
Associated Lab Samples:92655591001
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:R3901247-3
Associated Lab Samples:92655591001
Matrix:Water
Analyzed
Aliphatic (C05-C08)ug/L ND 100 03/11/23 09:53
Aliphatic (C09-C12)ug/L ND 100 03/11/23 09:53
Aromatic (C09-C10),Unadjusted ug/L ND 100 03/11/23 09:53
Total VPH ug/L ND 100 03/11/23 09:53
2,5-Dibromotoluene (FID)%87.2 70.0-130 03/11/23 09:53
2,5-Dibromotoluene (PID)%87.5 70.0-130 03/11/23 09:53
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
R3901247-1LABORATORY CONTROL SAMPLE & LCSD:
LCSSpike LCSD
% Rec RPD
Max
RPD
LCSD
Result
R3901247-2
Aliphatic (C05-C08)ug/L 11801200 98.3 70.0-1301041250 5.76 25
Aliphatic (C09-C12)ug/L 12501400 89.3 70.0-13092.91300 3.92 25
Aromatic (C09-C10),Unadjusted ug/L 190200 95.0 70.0-13098.0196 3.11 25
Total VPH ug/L 26202800 93.6 70.0-13098.22750 4.84 25
2,5-Dibromotoluene (FID)%100 70.0-13097.9
2,5-Dibromotoluene (PID)%99.1 70.0-13097.5
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
R3901247-4MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
L1593807-04
R3901247-5
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Aliphatic (C05-C08)ug/L 1200 106 70.0-130116 9.021200ND12701390
Aliphatic (C09-C12)ug/L 1400 90.7 70.0-130101 10.41400ND12701410
Aromatic (C09-
C10),Unadjusted ug/L 200 95.5 70.0-130106 10.9200ND191213
Total VPH ug/L 2800 97.5 70.0-130108 9.762800ND27303010
2,5-Dibromotoluene (FID)%105 70.0-130110
2,5-Dibromotoluene (PID)%102 70.0-130106
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 03/15/2023 05:18 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 8 of 21
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92655591
CHARLOTTE AT&T MINT HILL
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
760117
SM 6200B
SM 6200B
602 by 6200B
Laboratory:Pace Analytical Services - Charlotte
Associated Lab Samples:92655591001, 92655591002
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:3947833
Associated Lab Samples:92655591001, 92655591002
Matrix:Water
Analyzed
1,2-Dichlorobenzene ug/L ND 1.0 03/08/23 11:51
1,3-Dichlorobenzene ug/L ND 1.0 03/08/23 11:51
1,4-Dichlorobenzene ug/L ND 1.0 03/08/23 11:51
Benzene ug/L ND 1.0 03/08/23 11:51
Chlorobenzene ug/L ND 1.0 03/08/23 11:51
Diisopropyl ether ug/L ND 1.0 03/08/23 11:51
Ethylbenzene ug/L ND 1.0 03/08/23 11:51
Isopropylbenzene (Cumene)ug/L ND 1.0 03/08/23 11:51
m&p-Xylene ug/L ND 2.0 03/08/23 11:51
Methyl-tert-butyl ether ug/L ND 1.0 03/08/23 11:51
Naphthalene ug/L ND 2.0 03/08/23 11:51
o-Xylene ug/L ND 1.0 03/08/23 11:51
Toluene ug/L ND 1.0 03/08/23 11:51
1,2-Dichloroethane-d4 (S)%103 70-130 03/08/23 11:51
4-Bromofluorobenzene (S)%94 70-130 03/08/23 11:51
Toluene-d8 (S)%104 70-130 03/08/23 11:51
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
3947834LABORATORY CONTROL SAMPLE:
LCSSpike
1,2-Dichlorobenzene ug/L 18.620 93 60-140
1,3-Dichlorobenzene ug/L 18.820 94 60-140
1,4-Dichlorobenzene ug/L 17.620 88 60-140
Benzene ug/L 18.620 93 60-140
Chlorobenzene ug/L 18.620 93 60-140
Diisopropyl ether ug/L 18.420 92 60-140
Ethylbenzene ug/L 18.520 93 60-140
Isopropylbenzene (Cumene)ug/L 19.920 100 60-140
m&p-Xylene ug/L 37.840 94 60-140
Methyl-tert-butyl ether ug/L 17.220 86 60-140
Naphthalene ug/L 19.320 97 60-140
o-Xylene ug/L 18.920 95 60-140
Toluene ug/L 17.720 89 60-140
1,2-Dichloroethane-d4 (S)%101 70-130
4-Bromofluorobenzene (S)%103 70-130
Toluene-d8 (S)%99 70-130
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 03/15/2023 05:18 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 9 of 21
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92655591
CHARLOTTE AT&T MINT HILL
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
3947835MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92655591001
3947836
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
1,2-Dichlorobenzene ug/L 20 110 60-140116 520ND22.0 23.1
1,3-Dichlorobenzene ug/L 20 113 60-140116 320ND22.6 23.2
1,4-Dichlorobenzene ug/L 20 106 60-140110 420ND21.2 22.0
Benzene ug/L 20 112 60-140113 120ND22.4 22.5
Chlorobenzene ug/L 20 110 60-140110 020ND22.0 22.1
Diisopropyl ether ug/L 20 101 60-140105 420ND20.2 21.1
Ethylbenzene ug/L 20 112 60-140112 020ND22.3 22.4
Isopropylbenzene (Cumene)ug/L 20 120 60-140122 120ND24.1 24.4
m&p-Xylene ug/L 40 114 60-140116 240ND46.1 46.9
Methyl-tert-butyl ether ug/L 20 94 60-14097 320ND18.8 19.5
Naphthalene ug/L 20 116 60-140126 820ND24.3 26.3
o-Xylene ug/L 20 116 60-140117 120ND23.1 23.3
Toluene ug/L 20 106 60-140106 020ND21.3 21.3
1,2-Dichloroethane-d4 (S)%97 70-13096
4-Bromofluorobenzene (S)%102 70-130102
Toluene-d8 (S)%99 70-13098
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 03/15/2023 05:18 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 10 of 21
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92655591
CHARLOTTE AT&T MINT HILL
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
760998
EPA 625.1
EPA 625.1
625 MSS
Laboratory:Pace Analytical Services - Charlotte
Associated Lab Samples:92655591001
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:3952772
Associated Lab Samples:92655591001
Matrix:Water
Analyzed
1,2,4-Trichlorobenzene ug/L ND 5.0 03/14/23 10:56
2,2'-Oxybis(1-chloropropane)ug/L ND 5.0 03/14/23 10:56
2,4,6-Trichlorophenol ug/L ND 10.0 03/14/23 10:56
2,4-Dichlorophenol ug/L ND 5.0 03/14/23 10:56
2,4-Dimethylphenol ug/L ND 10.0 03/14/23 10:56
2,4-Dinitrophenol ug/L ND 50.0 03/14/23 10:56
2,4-Dinitrotoluene ug/L ND 5.0 03/14/23 10:56
2,6-Dinitrotoluene ug/L ND 5.0 03/14/23 10:56
2-Chloronaphthalene ug/L ND 5.0 03/14/23 10:56
2-Chlorophenol ug/L ND 5.0 03/14/23 10:56
2-Nitrophenol ug/L ND 5.0 03/14/23 10:56
3,3'-Dichlorobenzidine ug/L ND 10.0 03/14/23 10:56
4,6-Dinitro-2-methylphenol ug/L ND 10.0 03/14/23 10:56
4-Bromophenylphenyl ether ug/L ND 5.0 03/14/23 10:56
4-Chloro-3-methylphenol ug/L ND 5.0 03/14/23 10:56
4-Chlorophenylphenyl ether ug/L ND 5.0 03/14/23 10:56
4-Nitrophenol ug/L ND 10.0 03/14/23 10:56
Acenaphthene ug/L ND 5.0 03/14/23 10:56
Acenaphthylene ug/L ND 5.0 03/14/23 10:56
Anthracene ug/L ND 5.0 03/14/23 10:56
Benzo(a)anthracene ug/L ND 5.0 03/14/23 10:56
Benzo(a)pyrene ug/L ND 5.0 03/14/23 10:56
Benzo(b)fluoranthene ug/L ND 5.0 03/14/23 10:56
Benzo(g,h,i)perylene ug/L ND 5.0 03/14/23 10:56
Benzo(k)fluoranthene ug/L ND 5.0 03/14/23 10:56
bis(2-Chloroethoxy)methane ug/L ND 10.0 03/14/23 10:56
bis(2-Chloroethyl) ether ug/L ND 5.0 03/14/23 10:56
bis(2-Ethylhexyl)phthalate ug/L ND 5.0 03/14/23 10:56
Butylbenzylphthalate ug/L ND 5.0 03/14/23 10:56
Chrysene ug/L ND 5.0 03/14/23 10:56
Di-n-butylphthalate ug/L ND 5.0 03/14/23 10:56
Di-n-octylphthalate ug/L ND 5.0 03/14/23 10:56
Dibenz(a,h)anthracene ug/L ND 5.0 03/14/23 10:56
Diethylphthalate ug/L ND 5.0 03/14/23 10:56
Dimethylphthalate ug/L ND 5.0 03/14/23 10:56
Fluoranthene ug/L ND 5.0 03/14/23 10:56
Fluorene ug/L ND 5.0 03/14/23 10:56
Hexachloro-1,3-butadiene ug/L ND 5.0 03/14/23 10:56
Hexachlorobenzene ug/L ND 5.0 03/14/23 10:56
Hexachlorocyclopentadiene ug/L ND 10.0 03/14/23 10:56
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 03/15/2023 05:18 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 11 of 21
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92655591
CHARLOTTE AT&T MINT HILL
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:3952772
Associated Lab Samples:92655591001
Matrix:Water
Analyzed
Hexachloroethane ug/L ND 5.0 03/14/23 10:56
Indeno(1,2,3-cd)pyrene ug/L ND 5.0 03/14/23 10:56
Isophorone ug/L ND 10.0 03/14/23 10:56
N-Nitroso-di-n-propylamine ug/L ND 5.0 03/14/23 10:56
N-Nitrosodimethylamine ug/L ND 5.0 03/14/23 10:56
N-Nitrosodiphenylamine ug/L ND 10.0 03/14/23 10:56
Naphthalene ug/L ND 5.0 03/14/23 10:56
Nitrobenzene ug/L ND 5.0 03/14/23 10:56
Pentachlorophenol ug/L ND 10.0 03/14/23 10:56
Phenanthrene ug/L ND 5.0 03/14/23 10:56
Phenol ug/L ND 5.0 03/14/23 10:56
Pyrene ug/L ND 5.0 03/14/23 10:56
2,4,6-Tribromophenol (S)%104 10-137 03/14/23 10:56
2-Fluorobiphenyl (S)%85 15-120 03/14/23 10:56
2-Fluorophenol (S)%75 10-120 03/14/23 10:56
Nitrobenzene-d5 (S)%95 10-120 03/14/23 10:56
Phenol-d6 (S)%62 10-120 03/14/23 10:56
Terphenyl-d14 (S)%123 11-131 03/14/23 10:56
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
3952773LABORATORY CONTROL SAMPLE:
LCSSpike
1,2,4-Trichlorobenzene ug/L 32.750 65 44-142
2,2'-Oxybis(1-chloropropane)ug/L 64.250 128 36-166
2,4,6-Trichlorophenol ug/L 48.350 97 37-144
2,4-Dichlorophenol ug/L 48.750 97 1-191
2,4-Dimethylphenol ug/L 64.1 L15012832-119
2,4-Dinitrophenol ug/L 228250 91 1-181
2,4-Dinitrotoluene ug/L 48.450 97 39-139
2,6-Dinitrotoluene ug/L 51.250 102 50-158
2-Chloronaphthalene ug/L 43.350 87 60-118
2-Chlorophenol ug/L 44.050 88 23-134
2-Nitrophenol ug/L 52.850 106 29-182
3,3'-Dichlorobenzidine ug/L 85.5100 85 1-262
4,6-Dinitro-2-methylphenol ug/L 109100 109 1-181
4-Bromophenylphenyl ether ug/L 47.150 94 53-127
4-Chloro-3-methylphenol ug/L 93.7100 94 22-147
4-Chlorophenylphenyl ether ug/L 41.950 84 25-158
4-Nitrophenol ug/L 113250 45 1-132
Acenaphthene ug/L 44.550 89 47-145
Acenaphthylene ug/L 43.850 88 33-145
Anthracene ug/L 43.050 86 1-166
Benzo(a)anthracene ug/L 47.150 94 33-143
Benzo(a)pyrene ug/L 47.750 95 17-163
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 03/15/2023 05:18 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
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[phone]
Page 12 of 21
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92655591
CHARLOTTE AT&T MINT HILL
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
3952773LABORATORY CONTROL SAMPLE:
LCSSpike
Benzo(b)fluoranthene ug/L 49.950 100 24-159
Benzo(g,h,i)perylene ug/L 53.850 108 1-219
Benzo(k)fluoranthene ug/L 47.650 95 11-162
bis(2-Chloroethoxy)methane ug/L 47.450 95 33-184
bis(2-Chloroethyl) ether ug/L 47.550 95 12-158
bis(2-Ethylhexyl)phthalate ug/L 53.750 107 8-158
Butylbenzylphthalate ug/L 55.250 110 1-152
Chrysene ug/L 45.250 90 17-168
Di-n-butylphthalate ug/L 46.650 93 1-118
Di-n-octylphthalate ug/L 57.350 115 4-146
Dibenz(a,h)anthracene ug/L 51.450 103 1-227
Diethylphthalate ug/L 45.750 91 1-114
Dimethylphthalate ug/L 44.050 88 1-112
Fluoranthene ug/L 44.750 89 26-137
Fluorene ug/L 43.150 86 59-121
Hexachloro-1,3-butadiene ug/L 28.850 58 24-116
Hexachlorobenzene ug/L 48.050 96 1-152
Hexachlorocyclopentadiene ug/L 35.050 70 25-150
Hexachloroethane ug/L 29.150 58 40-113
Indeno(1,2,3-cd)pyrene ug/L 51.750 103 1-171
Isophorone ug/L 49.650 99 21-196
N-Nitroso-di-n-propylamine ug/L 46.550 93 1-230
N-Nitrosodimethylamine ug/L 49.750 99 25-150
N-Nitrosodiphenylamine ug/L 48.350 97 25-150
Naphthalene ug/L 36.650 73 21-133
Nitrobenzene ug/L 46.850 94 35-180
Pentachlorophenol ug/L 84.0100 84 14-176
Phenanthrene ug/L 45.750 91 54-120
Phenol ug/L 27.650 55 5-112
Pyrene ug/L 47.850 96 52-115
2,4,6-Tribromophenol (S)%118 10-137
2-Fluorobiphenyl (S)%96 15-120
2-Fluorophenol (S)%81 10-120
Nitrobenzene-d5 (S)%107 10-120
Phenol-d6 (S)%65 10-120
Terphenyl-d14 (S)%115 11-131
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
3952774MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92655591001
3952775
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
1,2,4-Trichlorobenzene ug/L 83.3 66 44-14278 1683.3ND 55.3 64.8
2,2'-Oxybis(1-chloropropane)ug/L M183.3 132 36-166167 2383.3ND 110 139
2,4,6-Trichlorophenol ug/L 83.3 100 37-144132 2783.3ND 83.7 110
2,4-Dichlorophenol ug/L 83.3 100 1-191123 2183.3ND 83.4 103
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 03/15/2023 05:18 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 13 of 21
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92655591
CHARLOTTE AT&T MINT HILL
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
3952774MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92655591001
3952775
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
2,4-Dimethylphenol ug/L M083.3 129 32-119163 2383.3ND 108 136
2,4-Dinitrophenol ug/L 417 15 1-181157417ND64.5J 654
2,4-Dinitrotoluene ug/L 83.3 105 39-139127 1983.3ND 87.9 106
2,6-Dinitrotoluene ug/L 83.3 112 50-158133 1783.3ND 93.1 111
2-Chloronaphthalene ug/L 83.3 90 60-118112 2283.3ND 75.3 93.6
2-Chlorophenol ug/L 83.3 90 23-134116 2683.3ND 75.1 97.1
2-Nitrophenol ug/L 83.3 118 29-182148 2383.3ND 98.1 123
3,3'-Dichlorobenzidine ug/L R1167801-26251 46167ND13484.3
4,6-Dinitro-2-methylphenol ug/L R1167821-181168 68167ND137279
4-Bromophenylphenyl ether ug/L 83.3 105 53-127123 1683.3ND 87.5 102
4-Chloro-3-methylphenol ug/L 167 105 22-147127 19167ND175211
4-Chlorophenylphenyl ether ug/L 83.3 94 25-158112 1783.3ND 78.6 93.2
4-Nitrophenol ug/L R1417241-13268 95417ND101282
Acenaphthene ug/L 83.3 94 47-145114 1983.3ND 78.7 95.0
Acenaphthylene ug/L 83.3 98 33-145117 1883.3ND 81.7 97.6
Anthracene ug/L 83.3 94 1-166113 1883.3ND 78.6 94.3
Benzo(a)anthracene ug/L 83.3 103 33-143120 1583.3ND 86.0 100
Benzo(a)pyrene ug/L 83.3 106 17-163124 1583.3ND 88.3 103
Benzo(b)fluoranthene ug/L 83.3 113 24-159138 2083.3ND 93.9 115
Benzo(g,h,i)perylene ug/L 83.3 86 1-21999 1483.3ND 71.7 82.7
Benzo(k)fluoranthene ug/L 83.3 112 11-162130 1583.3ND 93.6 108
bis(2-Chloroethoxy)methane ug/L 83.3 102 33-184124 1983.3ND 84.9 103
bis(2-Chloroethyl) ether ug/L 83.3 101 12-158121 1883.3ND 84.1 100
bis(2-Ethylhexyl)phthalate ug/L 83.3 120 8-158149 2283.3ND 100 124
Butylbenzylphthalate ug/L M183.3 132 1-152157 1783.3ND 110 131
Chrysene ug/L 83.3 99 17-168116 1683.3ND 82.1 96.5
Di-n-butylphthalate ug/L M183.3 112 1-118132 1783.3ND 93.0 110
Di-n-octylphthalate ug/L M183.3 126 4-146155 2083.3ND 105 129
Dibenz(a,h)anthracene ug/L 83.3 89 1-227107 1883.3ND 74.5 89.0
Diethylphthalate ug/L M183.3 102 1-114117 1483.3ND 85.0 97.7
Dimethylphthalate ug/L M183.3 98 1-112115 1683.3ND 81.3 95.9
Fluoranthene ug/L 83.3 100 26-137115 1483.3ND 83.6 96.2
Fluorene ug/L 83.3 95 59-121113 1883.3ND 78.9 94.0
Hexachloro-1,3-butadiene ug/L 83.3 60 24-11662 483.3ND 49.8 52.0
Hexachlorobenzene ug/L 83.3 102 1-152125 2083.3ND 84.8 104
Hexachlorocyclopentadiene ug/L 83.3 82 25-150101 2183.3ND 68.4 84.0
Hexachloroethane ug/L 83.3 53 40-11355 383.3ND 44.5 45.9
Indeno(1,2,3-cd)pyrene ug/L 83.3 90 1-171105 1683.3ND 74.8 87.9
Isophorone ug/L 83.3 105 21-196126 1883.3ND 87.5 105
N-Nitroso-di-n-propylamine ug/L 83.3 100 1-230126 2483.3ND 82.9 105
N-Nitrosodimethylamine ug/L 83.3 101 25-150133 2783.3ND 84.2 111
N-Nitrosodiphenylamine ug/L 83.3 99 25-150107 783.3ND 82.7 88.9
Naphthalene ug/L 83.3 79 21-13391 1583.3ND 65.5 75.8
Nitrobenzene ug/L 83.3 96 35-180116 1983.3ND 79.8 96.9
Pentachlorophenol ug/L R11678414-176135 46167ND141226
Phenanthrene ug/L 83.3 101 54-120119 1683.3ND 84.2 99.0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 03/15/2023 05:18 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 14 of 21
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92655591
CHARLOTTE AT&T MINT HILL
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
3952774MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92655591001
3952775
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Phenol ug/L R183.3 52 5-11273 3483.3ND 43.0 60.6
Pyrene ug/L M183.3 116 52-115134 1483.3ND 97.1 112
2,4,6-Tribromophenol (S)%108 10-137135
2-Fluorobiphenyl (S)%88 15-120104
2-Fluorophenol (S)%58 10-12082
Nitrobenzene-d5 (S)%92 10-120111
Phenol-d6 (S)%49 10-12067
Terphenyl-d14 (S)%S010711-131132
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 03/15/2023 05:18 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 15 of 21
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92655591
CHARLOTTE AT&T MINT HILL
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
760912
MADEP EPH
MADEP EPH
MADEP EPH NC Water
Laboratory:Pace Analytical Services - Charlotte
Associated Lab Samples:92655591001
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:3952429
Associated Lab Samples:92655591001
Matrix:Water
Analyzed
Aliphatic (C09-C18)ug/L ND 100 N203/13/23 17:20
Aliphatic (C19-C36)ug/L ND 100 N203/13/23 17:20
Aromatic (C11-C22)ug/L ND 100 N203/13/23 17:20
1-Chlorooctadecane (S)%72 40-140 03/13/23 17:20
2-Bromonaphthalene (S)%105 40-140 03/13/23 17:20
2-Fluorobiphenyl (S)%104 40-140 03/13/23 17:20
o-Terphenyl (S)%85 40-140 03/13/23 17:20
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
3952430LABORATORY CONTROL SAMPLE & LCSD:
LCSSpike LCSD
% Rec RPD
Max
RPD
LCSD
Result
3952431
Aliphatic (C09-C18)ug/L 164 N23005540-14060179 9 50
Aliphatic (C19-C36)ug/L 352 N24008840-14093372 5 50
Aromatic (C11-C22)ug/L 671 N28507940-14085725 8 50
1-Chlorooctadecane (S)%73 40-14075
2-Bromonaphthalene (S)%92 40-14094
2-Fluorobiphenyl (S)%89 40-14091
o-Terphenyl (S)%78 40-14085
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 03/15/2023 05:18 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 16 of 21
#=QL#
QUALIFIERS
Pace Project No.:
Project:
92655591
CHARLOTTE AT&T MINT HILL
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean-Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as
"Total" may vary slightly from the sum of the reported component parameters.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
ANALYTE QUALIFIERS
Analyte recovery in the laboratory control sample (LCS) was above QC limits. Results for this analyte in associated
samples may be biased high.L1
Matrix spike recovery and/or matrix spike duplicate recovery was outside laboratory control limits.M0
Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.M1
The lab does not hold NELAC/TNI accreditation for this parameter but other accreditations/certifications may apply. A
complete list of accreditations/certifications is available upon request.N2
RPD value was outside control limits.R1
Surrogate recovery outside laboratory control limits.S0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 03/15/2023 05:18 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 17 of 21
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92655591
CHARLOTTE AT&T MINT HILL
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92655591001 760912 761177MW-01 MADEP EPH MADEP EPH
92655591001 2021469 2021469MW-01 MADEPV MADEP VPH
92655591001 760998 761244MW-01 EPA 625.1 EPA 625.1
92655591001 760117MW-01 SM 6200B
92655591002 760117TB-01 SM 6200B
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 03/15/2023 05:18 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 18 of 21
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